Appendix B1:Table of material properties of upper-structure for a center span of 350m of cable-stayed bridge and Table of soil parameter values / p148 (0080.jp2)

Appendix B2:Relation of maximum displacement and period of input sine-wave,relation between the first natural period and the width of ground-foundation system,and the maximum displacement for each width of ground-foundation system / p149 (0080.jp2)

Appendix B3:Table of material properties of upper-structure for a center span of 600m of cable-stayed bridge / p151 (0081.jp2)